HomeMy WebLinkAboutREV. FL14911_R11_II_SWD050 SS 2018-10-11, 6.15.20SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RA TED) (H VHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MAX OVERALL SIZE
CONFIG.
DESIGN
MISSILE
1
WIDTH
HEIGHT
Z
PRESSURE
IMPACT RATING
52"
73"
O/X
+55 / -60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
GENERAL NOTES & GLAZING DETAIL
2
Z
ELEVATION & ANCHOR LAYOUTS
3
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VERTICAL SECTIONS
4
HORIZONTAL SECTIONS
5
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HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
1/8" OR 3/32"
SETTING BLOCK
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32" STEEL SPACER
3/32" ANNEALED GLASS
0.090" SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
GLAZING DETAIL 1
INTFRinR
MIN. GLASS
BITE 7/16"
U 995 SEALANT
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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NORTH BRUNSWICK, NJ 08902
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AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
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FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: 7HFN
BY:
HR
SCALE: NTS
DWG. #: SW D050
SHEET:
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MAX
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MAX
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MAX. O.A FRAME
WIDTH 52"
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ELEVATION
SINGLE HUNG WINDOW
3" MAX. 6" MAX.
FROM O.C.
CORNERS
6" MAX.
O.C.
3" MAX.
FROM
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In
'.X"
ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
6.25" MAX.
FROM
CORNERS
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD 1
1
12.50" MAX.
O.C.
6.25" MAX.
FROM
CORNERS
m
ANCHOR LAYOUT
THROUGH FRAME - SINGLE HUNG WINDOW
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NORTH BRUNSWICK, N108902
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REMARKS
BY I DATE
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: [CEHKBY:
HR HFN
SCALE: NTS
DWG. #: SW D050
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DETAIL SHEET 1 INTERIOR DETAIL SHEET 17�
EXTERIOR
D. L. 0.
MAX. FRAME WIDTH
p HORIZONTAL SECTION
4 LOWER SASH
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byAndi r
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N108902
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BY I DATE
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR HFN
SCALE: NTS
DWG. #: SW D050
SHEET
OF 5
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EDGE DISTANCE / BY OTHERS
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BY OTHERS 1SHIM SPACE
EXTERIOR IA INTERIOR
A VERTICAL SECTION
6 THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRATE\ SPACE
BY OTHERS
INTERIOR
FXTFRInR
EXTERIOR
1/4" MAX.
SHIM SPACE
INTFRInR �
PERIMETER SEALANT
BY OTHERS
EXTERIOR
--SUBSTRATE
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
B HORIZONTAL SECTION
6 THROUGH FRAME (JAMB)
MIN. EMBEDMENT
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REINFORCEMENT DETAILS
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0.83" � � � 0.87"
- ISI -0.13"
0.77" �11 0.911fl 0.46
INTERIOR
0.06" 0.87"
0.45"
O1 LOCK RAIL TOP LOCK MEETING RAIL OBOTTOM LIFT RAIL & SASH
ALUMINUM (�) ALUMINUM ALUMINUM
MIN. EDGE
DISTANCE
p HORIZONTAL SECTION E VERTICAL SECTION
6 NAIL FIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
5. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLATHEAD ANCHORS.
ANCHOR SCHEDULE
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METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
DISTANCE
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0.75"
NAILING FIN
3 THREADS MIN
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0.75"
BY I DATE
3 THREADS MIN
#10 PAN HEAD IN
PENETRATION BEYOND
0.50"
METAL: 18 GAUGE Steel,
EXTERIOR CHANNEL
METAL
THROUGH FRAME
MIN. Fy = 33KSI
#10 FLAT HEAD IN THE
3 THREADS MIN
INTERIOR CHANNEL
PENETRATION BEYOND
0.50"
METAL
3/16" ITW TAPCON
CONCRETE: fc=3000PSI
FLAT HEAD
1.25"
1.75"
MASONRY: CMU per ASTM
3/16" ITW TAPCON
C90 MIN. 2000 PSI
FLAT HEAD
1.25"
1.75"
Silver Line
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ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N108902
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REMARKS
BY I DATE
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
O '01
,`ti '••,, .... ISI
Eii
0
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'fl S A OF
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HEdkkt 11441 �1
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
I I HFN
SCALE: NTS
DWG. #: SW D050
SHEET
OF 5